{"id":{"repo_id":"vt","oai_identifier":"oai:vtechworks.lib.vt.edu:10919/43138"},"canonical_url":"https://search.dev.ndltd.org/etd/vt/oai:vtechworks.lib.vt.edu:10919/43138","repository":{"repo_id":"vt","name":"Virginia Tech","base_url":"https://vtechworks.lib.vt.edu/oai/request"},"display":{"title":"A Tidal Prism analysis of the soluble copper mixing zone around the Occoquan Water Treatment Plant","abstract":"The Fairfax County Water Authority applies copper sulfate as an algaecide in the Occoquan Reservoir to control the growth of taste and odor causing algae. The Occoquan Water Treatment Plant removes water from the reservoir for distribution to portions of Fairfax County. Approximately once a day, the treatment plant backwashes one of its five clarifier/filters and discharges this backwash water directly into the Occoquan River. Concern has risen that the plant may be concentrating this copper during treatment, and therefore may be responsible for violations in the toxicity standards for copper in the Occoquan River below the outfall. This investigation has attempted to define the extent of the mixing zone around the Occoquan Water Treatment Plant. A dynamic computer model has been developed based upon the 1988 version of the Tidal Prism Model. Simulations were run on the \"worst case scenarios\" in the Occoquan River as an attempt to define the mixing zone. It is our initial conclusion that the treatment plant discharge has a negligible effect upon the concentrations of dissolved copper that may exist in the Occoquan River. The treatment plant appears to be removing copper from the raw water rather than concentrating it as initially assumed. Because both the flow and the background dissolved copper in the Occoquan River seem to be controlled by the Occoquan Reservoir, the definition of a static mixing zone boundary is not practical. A dynamic boundary was proposed as an alternative which incorporates the many variables in this system.","abstract_html":"The Fairfax County Water Authority applies copper sulfate as an algaecide in the Occoquan Reservoir to control the growth of taste and odor causing algae. The Occoquan Water Treatment Plant removes water from the reservoir for distribution to portions of Fairfax County. Approximately once a day, the treatment plant backwashes one of its five clarifier/filters and discharges this backwash water directly into the Occoquan River. Concern has risen that the plant may be concentrating this copper during treatment, and therefore may be responsible for violations in the toxicity standards for copper in the Occoquan River below the outfall. This investigation has attempted to define the extent of the mixing zone around the Occoquan Water Treatment Plant. A dynamic computer model has been developed based upon the 1988 version of the Tidal Prism Model. Simulations were run on the "worst case scenarios" in the Occoquan River as an attempt to define the mixing zone. It is our initial conclusion that the treatment plant discharge has a negligible effect upon the concentrations of dissolved copper that may exist in the Occoquan River. The treatment plant appears to be removing copper from the raw water rather than concentrating it as initially assumed. Because both the flow and the background dissolved copper in the Occoquan River seem to be controlled by the Occoquan Reservoir, the definition of a static mixing zone boundary is not practical. A dynamic boundary was proposed as an alternative which incorporates the many variables in this system.","abstract_has_math":false,"creators":["Luettinger, Jason Crosby"],"institution":"Virginia Tech","degree_name":"Master of Science","degree_level":"masters","degree_discipline":"Environmental Planning","degree_department":"Environmental Engineering","school":null,"contributors":[],"advisors":[],"committee_chairs":["Gallagher, Daniel L."],"committee_members":["Little, John C.","Godrej, Adil N."],"year":1994,"date_issued":"1994-02-05","date_published":"1994-02-05","updated_at":"2026-07-22T22:18:50Z","subjects":["water purity"],"languages":["en"],"rights":["In Copyright"],"rights_urls":["http://rightsstatements.org/vocab/InC/1.0/"],"identifier_entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-06112009-063228"],"render_values":[{"text":"etd-06112009-063228","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10919/43138","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.committeechair","label":"Committee Chair","values":["Gallagher, Daniel L."]},{"key":"dc:contributor.committeemember","label":"Committee Member","values":["Little, John C.","Godrej, Adil N."]},{"key":"dc:contributor.department","label":"Department","values":["Environmental Engineering"]},{"key":"dc:creator","label":"Author","values":["Luettinger, Jason Crosby"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2014-03-14T21:37:53Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2014-03-14T21:37:53Z","2009-06-11"]},{"key":"dc:date.issued","label":"Date","values":["1994-02-05"]},{"key":"dc:publisher","label":"Institution","values":["Virginia Tech"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.dcmitype","label":"Dc Type Dcmitype","values":["Text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Environmental Planning"]},{"key":"thesis:degree_level","label":"Degree Level","values":["masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Virginia Polytechnic Institute and State University"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["water purity"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["In Copyright"]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://rightsstatements.org/vocab/InC/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-06112009-063228"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10919/43138"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The Fairfax County Water Authority applies copper sulfate as an algaecide in the Occoquan Reservoir to control the growth of taste and odor causing algae. The Occoquan Water Treatment Plant removes water from the reservoir for distribution to portions of Fairfax County. Approximately once a day, the treatment plant backwashes one of its five clarifier/filters and discharges this backwash water directly into the Occoquan River. Concern has risen that the plant may be concentrating this copper during treatment, and therefore may be responsible for violations in the toxicity standards for copper in the Occoquan River below the outfall. This investigation has attempted to define the extent of the mixing zone around the Occoquan Water Treatment Plant. A dynamic computer model has been developed based upon the 1988 version of the Tidal Prism Model. Simulations were run on the \"worst case scenarios\" in the Occoquan River as an attempt to define the mixing zone. It is our initial conclusion that the treatment plant discharge has a negligible effect upon the concentrations of dissolved copper that may exist in the Occoquan River. The treatment plant appears to be removing copper from the raw water rather than concentrating it as initially assumed. Because both the flow and the background dissolved copper in the Occoquan River seem to be controlled by the Occoquan Reservoir, the definition of a static mixing zone boundary is not practical. A dynamic boundary was proposed as an alternative which incorporates the many variables in this system."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["Master of Science"]},{"key":"dc:format.medium","label":"Dc Format Medium","values":["BTD"]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["A Tidal Prism analysis of the soluble copper mixing zone around the Occoquan Water Treatment Plant"]}]}],"canonical_facts":{"dc:contributor.committeechair":["Gallagher, Daniel L."],"dc:contributor.committeemember":["Little, John C.","Godrej, Adil N."],"dc:contributor.department":["Environmental Engineering"],"dc:creator":["Luettinger, Jason Crosby"],"dc:date.accessioned":["2014-03-14T21:37:53Z"],"dc:date.available":["2014-03-14T21:37:53Z","2009-06-11"],"dc:date.issued":["1994-02-05"],"dc:description.abstract":["The Fairfax County Water Authority applies copper sulfate as an algaecide in the Occoquan Reservoir to control the growth of taste and odor causing algae. The Occoquan Water Treatment Plant removes water from the reservoir for distribution to portions of Fairfax County. Approximately once a day, the treatment plant backwashes one of its five clarifier/filters and discharges this backwash water directly into the Occoquan River. Concern has risen that the plant may be concentrating this copper during treatment, and therefore may be responsible for violations in the toxicity standards for copper in the Occoquan River below the outfall. This investigation has attempted to define the extent of the mixing zone around the Occoquan Water Treatment Plant. A dynamic computer model has been developed based upon the 1988 version of the Tidal Prism Model. Simulations were run on the \"worst case scenarios\" in the Occoquan River as an attempt to define the mixing zone. It is our initial conclusion that the treatment plant discharge has a negligible effect upon the concentrations of dissolved copper that may exist in the Occoquan River. The treatment plant appears to be removing copper from the raw water rather than concentrating it as initially assumed. Because both the flow and the background dissolved copper in the Occoquan River seem to be controlled by the Occoquan Reservoir, the definition of a static mixing zone boundary is not practical. A dynamic boundary was proposed as an alternative which incorporates the many variables in this system."],"dc:description.degree":["Master of Science"],"dc:format.medium":["BTD"],"dc:format.mimetype":["application/pdf"],"dc:identifier.other":["etd-06112009-063228"],"dc:identifier.uri":["http://hdl.handle.net/10919/43138"],"dc:language.iso":["en"],"dc:publisher":["Virginia Tech"],"dc:rights":["In Copyright"],"dc:rights.uri":["http://rightsstatements.org/vocab/InC/1.0/"],"dc:subject":["water purity"],"dc:title":["A Tidal Prism analysis of the soluble copper mixing zone around the Occoquan Water Treatment Plant"],"dc:type":["Thesis"],"dc:type.dcmitype":["Text"],"thesis:degree_discipline":["Environmental Planning"],"thesis:degree_level":["masters"],"thesis:degree_name":["Master of Science"],"thesis:institution_name":["Virginia Polytechnic Institute and State University"]},"updated_at":"2026-07-22T22:18:50Z"}